한국도로학회논문집 (International Journal of Highway Engineering)
- 제3권4호
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- Pages.117-126
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- 2001
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- 1738-7159(pISSN)
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- 2287-3678(eISSN)
직접인장방법에 의한 SBR 폴리머 개질 콘크리트의 부착강도 특성 평가
Evaluation For Adhesion in Tension of SBR Polymer Modified Concrete Tensile by Uniaxial Method
초록
본 연구는 일반 콘크리트와 SBR 라텍스 개질 콘크리트의 부착강도 특성을 분석하고자 신 구 콘크리트로 구성된 직접인장 시험체를 제작하여 부착강도를 측정하였다. 이때, 시험체와 측정기의 연결장치가
In this research, evaluation of adhesion in tension property of SBR-modified concrete to ordinary portland cement concrete was conducted with uniaxial direct tensile bond test which was proposed by Kuhlmann. A test set-up was fabricated in order to minimize the eccentric force by introducing a joint which might fully rotate. The main experimental variables were cement-latex ratios, surface preparations and moisture levels. The results obtained were as follows: The LMC specimen at 15% latex-cement ratio increased the adhesion in tension by range of 37% compared to that of conventional cement concrete. This might be due to latex film formed between cement paste and aggregate. The effects of surface preparation on bond of latex modified concrete to conventional concrete were significant at the conditions by sand paper and wire brush. A better bond could be achieved by rough surface rather than smooth. The saturated and surface dry (SSD) condition were considered to be the most appropriate moisture level followed by wet, finally by dry. Thus, a proper surface preparation and moisture level are quite necessity in order to obtain better bonding at LMC overlay.
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